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<br /> <br />LOG OF TEST BORING NO <br />TB-3 <br />. <br />page 1 of 1 <br />OWNER/CLIENT ARCHITECT/ENGINEER <br />Rollin Consulting <br />stTlp,lorthwest corner of Weld County Roads 18 and 25 PROJECT <br />Weld County, Colorado Proposed Gravel Pit <br /> SAM PLES TE STS <br />(~ <br />p <br />O <br />p <br />DQ <br />~' <br />C~ i .~ <br />Z <br />"~ DESCR~I'ION ~ f H ui m Z m= y V~ <br /> <br />~ Approx. Surface Elev.: Grade ft. o ~ z f'. a m ~ o ~ ~ °u H ~'n ° ~ ~ ~ <br /> • TO SO <br /> <br /> <br /> 1 <br /> LEAN TO FAT CLAY WITH SAND, Silty <br /> Sand lenses, with gravel below 5', gray <br /> brown, rust, moist to wet, medium stiff <br /> to very soft. <br /> 10.0 <br />IU 1 <br />oa o <br />4D. <br />. <br />o . <br />0 0. <br />t~ <br />a IS 1 <br />p: <br />P. <br />O.e: <br />OQ.: <br />°a d: <br />aQ. <br />°0`=: SAND WITH GRAVEL, slightly silty, more 20 <br />~~~ ~ and larger gravel with increasing depth, <br />~~~° <br />R,Q :' rust brown, oran e, wet, medium <br />Y B <br />°~' ~ dense <br /> <br />p`. <br />ll . <br /> <br />2$ <br />SS <br />25/12 <br />d . <br />oa.o. <br />' <br />c ~. <br />o <br />0 9. <br />D.a: <br />o <br />30 <br />0 <br />: . , . 30 <br /> • CLAYSTONE, silty, moderate plasticity, <br /> gray, slightly moist. <br /> BOTTOM OF BORING <br />THE STRATIF7GT10N LINES REPRESENT TF~ APPROXAM7E BOUNDARY I.INFS <br />BETWEEN SOB. AND ROCK TYPES: INSI7'O, THE TRANSITION MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED $-1499 <br />WL 4 5/14/99 3' __ 5121/99 3' BORING COMPLETED $-1499 <br />~' G 1 ~rracon wG MobileB-$7 FOREMAN D~ <br />WL APPROVED ESW JGB z 2299$081 <br />